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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹6.7 L (4.79%)Admitted-Finance | ₹1.5 Cr+₹6.7 L (4.79%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹20.4 L (14.6%)Admitted-Finance | ₹1.6 Cr+₹20.4 L (14.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹30.9 L (22.1%)Admitted-Finance | ₹1.7 Cr+₹30.9 L (22.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.8 Cr+₹40.1 L (28.7%)Admitted-Finance | ₹1.8 Cr+₹40.1 L (28.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | m/s rinya yangfo construction L5 | M/S RAGIA KU ENTERPRISES L3 | S.N ENTERPRISE L6 | M/s D&L Enterprises L2 | M/S J G ENTERPRISES L1 | M/s Peno Enterprises L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearance of Land slides in soil and ordinary rock by a bull-dozer D 50 A-12, 180 HP and disposal of the same on the valley side. | 12,912.76 | Cum | 72 ₹9,29,718.72 | 103 ₹13,30,014.28 | 55 ₹7,10,201.8 Lowest | 72 ₹9,29,718.72 | 75 ₹9,68,457 | 180 ₹23,24,296.8 |
| 2.00 | Preparation of sub grade(Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m) | 11,641.6 | Sqm | 91 ₹10,59,385.6 | 92 ₹10,71,027.2 | 170 ₹19,79,072 | 61 ₹7,10,137.6 Lowest | 66 ₹7,68,345.6 | 440 ₹51,22,304 |
| 3.00 | Granular Sub-base with Close Graded Material(Table-400-I) by Mix in place Method(Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desired density, complete as per Clause-401) | 2,221.32 | Cum | 1,515 ₹33,65,299.8 | 1,380 ₹30,65,421.6 | 1,824 ₹40,51,687.68 | 1,338 ₹29,72,126.16 | 1,095 ₹24,32,345.4 Lowest | 1,200 ₹26,65,584 |
| 4.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil
(i) upto 3m depth | 2,165 | Cum | 169 ₹3,65,885 | 355 ₹7,68,575 | 184 ₹3,98,360 | 134 ₹2,90,110 Lowest | 257 ₹5,56,405 | 204 ₹4,41,660 |
| 5.00 | Providing and laying boulders Soiling for bed for protection against scour with stone boulders weighing not less than 05Kg each complete as per drawing and Technical Specification. | 173.2 | Cum | 1,760 ₹3,04,832 | 1,300 ₹2,25,160 | 1,772 ₹3,06,910.4 | 1,150 ₹1,99,180 | 1,050 ₹1,81,860 Lowest | 5,600 ₹9,69,920 |
| 6.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) | 173.2 | Cum | 6,578 ₹11,39,309.6 | 5,500 ₹9,52,600 | 7,332 ₹12,69,902.4 | 5,212 ₹9,02,718.4 | 4,755 ₹8,23,566 | 3,807 ₹6,59,372.4 Lowest |
| 7.00 | Supplying, Fitting and placing un-coated HYSD bar re-inforcement in foundation complete as per drawing and technical specifications. | 25.67 | MT | 1,15,000 ₹29,52,050 | 48,035.75 ₹12,33,077.7 | 12,100 ₹3,10,607 | 84,694 ₹21,74,094.98 | 72,800 ₹18,68,776 | 199.57 ₹5,122.96 Lowest |
| 8.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
a. RCC Grade M25 for base slab, wall and Retaining Wall
i) Case I-Using concrete mixer | 676 | Cum | 9,840 ₹66,51,840 | 8,500 ₹57,46,000 | 12,060 ₹81,52,560 | 8,279 ₹55,96,604 | 8,201 ₹55,43,876 | 4,200 ₹28,39,200 Lowest |
| 9.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV: 20H towards drawing foce. Complete as per drawing and Technical specifications. | 1,729 | Nos | 176 ₹3,04,304 | 170 ₹2,93,930 | 178 ₹3,07,762 | 135 ₹2,33,415 | 126 ₹2,17,854 Lowest | 250 ₹4,32,250 |
| 10.00 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications. | 3,703 | Sqm | 178 ₹6,59,134 | 177.4 ₹6,56,912.2 | 180 ₹6,66,540 | 126 ₹4,66,578 | 125 ₹4,62,875 Lowest | 210 ₹7,77,630 |
Tender Value
₹2.1 Cr
Closing Date
25 Oct 2021, 3:00 pmClosed
Chief Engineer, HW Zone, PWD, AP
O/o Chief Engineer, HW Zone, PWD, AP
Ordinary repair (DPP) for short term maintenance of National Highways stretches under Ziro Highway Division in the state of Arunachal Pradesh for the year 2021-22.
2021_MoRTH_651111_1
CEAP(HW)/W-04/PYHP/OR/2021-22
Open Tender
Civil Works - Roads
Item Rate
365 days
Ziro
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Regional Pay and Accounts Officer, MoRTH
Exempted
Mowb-II, Itanagar, AP
22 Nov 2021
4 Oct 2021
26 Oct 2021
4 Oct 2021
25 Oct 2021
4 Oct 2021
12 Oct 2021
Amount
Clearance of Land slides in soil and ordinary rock by a bull-dozer D 50 A-12, 180 HP and disposal of the same on the valley side.
Preparation of sub grade(Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m)
Granular Sub-base with Close Graded Material(Table-400-I) by Mix in place Method(Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desired density, complete as per Clause-401)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil (i) upto 3m depth
Providing and laying boulders Soiling for bed for protection against scour with stone boulders weighing not less than 05Kg each complete as per drawing and Technical Specification.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
Supplying, Fitting and placing un-coated HYSD bar re-inforcement in foundation complete as per drawing and technical specifications.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications a. RCC Grade M25 for base slab, wall and Retaining Wall i) Case I-Using concrete mixer
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV: 20H towards drawing foce. Complete as per drawing and Technical specifications.
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.
Cement Neat Punning
M/s D&L Enterprises
M/S RAGIA KU ENTERPRISES
M/s Peno Enterprises
m/s rinya yangfo construction
S.N ENTERPRISE
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